|
F
<br />E
<br />ED]
<br />w
<br />w
<br />w
<br />z
<br />a-
<br />z
<br />0
<br />C
<br />w
<br />CC
<br />w
<br />U_
<br />x
<br />w
<br />m
<br />LL
<br />Lu
<br />w
<br />co
<br />B
<br />C)
<br />CD
<br />r-
<br />IT
<br />4
<br />T_
<br />M
<br />co
<br />N
<br />A
<br />m
<br />Lo
<br />Co
<br />S�l
<br />z
<br />w
<br />0
<br />W
<br />w
<br />0
<br />w
<br />CL
<br />0 A
<br />CL
<br />t-
<br />qt
<br />6
<br />In
<br />iYi
<br />C14
<br />(o
<br />rn
<br />2 I 3
<br />REEK OTIL
<br />`(ODD C
<br />11A
<br />x
<br />— ,,• per= \\
<br />00, N
<br />J� 0)
<br />SLURRY` I
<br />—
<br />BRANTNER 0r• ( I r
<br />DITCH } .
<br />WALL
<br />If
<br />III I
<br />Qi II I
<br />(R-) © O� v(� i ; ,_.- r � l III
<br />a� 1�.11- r�� 1 II
<br />1o"'® �� f j e l / 91
<br />tff% � �� � ;l �. .� I f / 1, I �
<br />f , ,,,,
<br />0)
<br />4
<br />V/
<br />BRIGHT04
<br />DITCH,
<br />r
<br />M ,�!
<br />f
<br />WA ER
<br />0 I,- �'A�I I
<br />A 0'X 79- W'6E 6SC/
<br />/ I / 111'
<br />ROB AS STORAGE FM�NT
<br />_4
<br />RESERVOIR A\
<br />/41
<br />/ I
<br />AREA ± 72.0 AC II I
<br />j / l / ,�!� / / �'' J� / NHWL ELEV 4954.7'
<br />k NHWL AREA ± 69.8 AC 0) ou)
<br />/ I I. � III:•
<br />f�/.��4 ,� g� �\ � III
<br />� II
<br />-- - , ��yv _ v I�il
<br />_N
<br />...............
<br />it
<br />APPROXIMATE HIGH ( I
<br />00-
<br />J WATER LINE
<br />000-
<br />I I
<br />f
<br />TODD CREEK ,t, :, ,J � '� \ ,,� ���i ( \
<br />EASEMENT
<br />N, .00
<br />I I 1
<br />- TOP OF
<br />RESERVOIR j - I .
<br />h:
<br />If
<br />\ �" j
<br />f
<br />/* / 1I__N0000,
<br />LL
<br />!� �.,
<br />LL
<br />9
<br />�4, J;000000)� II , �(-38
<br />%
<br />EASEMENT AND/OR ROW -41� I ti \ \ I
<br />30' EAST OF CITY OF AURORA
<br />30'WEST AND 15 EASEN?,r,_"_r �.. �� I I I
<br />D SCRIBED CENTERLINF
<br />000) '10'CULVERTI
<br />C
<br />�� , � ,
<br />EASEMENT � TT �.,:.__ . __ , I_zz _i__ ___ 1,
<br />-----------
<br />0
<br />4940-
<br />�--�—:2�4960
<br />.,____ / I I I
<br />HWY 7'
<br />--- -------
<br />-----------
<br />HWY 7
<br />------------ ---
<br />Whom
<br />.....................
<br />pop
<br />/I aowp
<br />1171
<br />ftft avow ww- 5
<br />AREA BACKFILLED TO L
<br />/%/ '` t ;4 . PRE -MINING GRADE PER
<br />f5
<br />FLOODPLAIN USE PERMIT
<br />25AC ESSZ_ f
<br />EASEMENT FOR""� RECLAIMED AS
<br />I /A
<br />CITY OE AUROR BRIGHTON UPLAND MEADOW
<br />AREA ±14.7 AC
<br />401 WIDE U-111LI RETURN
<br />t r ASEMENT TO PSC
<br />30'ROW FOR INGRESS/EGRESS
<br />TO BLOOM PAR(7' WW-59
<br />AREA RECLAIMED AS
<br />WW-33 WW-58 UPLAND WILL RECEIVE A
<br />A-61 MINIMUM OF 6-12" OF
<br />Ns,
<br />TOPSOIL
<br />L AI 3HTON DIT(
<br />/ �'-- \ ,RETURN EASEfv;I__i �i,
<br />1-29 •
<br />WW-28
<br />ww-
<br />P
<br />r
<br />_-N
<br />WW-31
<br />A
<br />C?
<br />LL
<br />r
<br />(0
<br />w
<br />w
<br />W
<br />w
<br />z
<br />4
<br />CERTIFICATION:
<br />5
<br />THIS MAP WAS PREPARED BY TETRA TECH IN COOPERATION WITH
<br />AGGREGATE INDUSTRIES-WCR, INC. AGGREGATE INDUSTRIES-WCR,
<br />INC. WILL KEEP THE DIVISION OF RECLAMATION, MINING, AND SAFETY
<br />INFORMED OF ANY CHANGES TO THE MINING OR RECLAMATION
<br />PLANS THROUGH ANNUAL REPORTS AND FILE TECHNICAL REVISIONS
<br />OR AMENDMENT APPLICATIONS AS NECESSARY THROUGHOUT THE
<br />LIFE OF THE MINE.
<br />9/16/2019
<br />THOMAS HESEMANN DATE
<br />FROM SLURRY
<br />WALL 201- 30%
<br />MIN. SETBACK
<br />SLURRY
<br />WALL
<br />YMIN
<br />RESERVOIR
<br />ACCESS ROAD
<br />"000
<br />TOPSOIL, SEED
<br />AND MULCH
<br />FINAL RECLAMATION
<br />3H:1V SLOPE
<br />- 0.5H: IV INTERIM
<br />TEMPORARY SLOPE
<br />DEWATERING
<br />TRENCH
<br />NORMAL HIGH WATER
<br />ELEVATION
<br />ASSUMED BASE OF
<br />RESERVOIR AT
<br />BEDROCK
<br />TYPICAL RESERVOIR CROSS-SECTION
<br />NTS
<br />NOTE: UNDERGROUND UTILITIES NOT SHOWN.
<br />ITSMW-141
<br />.%,,,,.jTSMW-131_
<br />A:ITSMW-1 -61 SMW-1121
<br />0
<br />MONITORING WELL LOCATION MAP
<br />NTS
<br />0 100' 200' 400'
<br />bow 11101111
<br />SCALE:' 1 200'
<br />m
<br />41
<br />6 1 7
<br />LEGEND:
<br />MINE PERMIT BOUNDARY
<br />moo" —
<br />TRACT BOUNDARY
<br />EASEMENT
<br />EFFECTIVE FLOODWAY
<br />EFFECTIVE ZONE AE
<br />EFFECTIVE ZONE X
<br />PRE-PROJECT/MINING
<br />CONDITIONS 100-YR FLOODPLAIN
<br />EXISTING WETLAND BOUNDARY
<br />•
<br />EXISTING EDGE OF WATER
<br />-4900-
<br />EXISTING 2'CONTOURS
<br />—x—x—x—x—
<br />EXISTING FENCE
<br />EXISTING EDGE OF ROAD
<br />UE
<br />EXISTING ELECTRIC LINE
<br />OE
<br />EXISTING OVERHEAD
<br />ELECTRIC LINE
<br />G
<br />EXISTING GAS LINE
<br />W
<br />EXISTING WATER LINE
<br />OT
<br />EXISTING TELEPHONE LINE
<br />PROPOSED SLURRY WALL
<br />4900
<br />PROPOSED 2'CONTOURS
<br />RESERVOIR ACCESS ROAD
<br />EXISTING ASPHALT ROAD
<br />EXISTING SOUTH PLATTE RIVER
<br />UDFCD STABILIZATION
<br />NHWL
<br />NORMAL HIGH WATER LINE
<br />KEY MAP
<br />NOT TO SCALE
<br />E w v- N
<br />0 C) 00
<br />T-- U-) CNI
<br />Qj ow I?
<br />0 4� CN
<br />0
<br />0
<br />cn
<br />r_ 0
<br />4) 0 m
<br />tm
<br />0 0
<br />_j =
<br />0 CL
<br />C)
<br />m
<br />V_
<br />Rz
<br />w
<br />z
<br />U)
<br />0
<br />Z
<br />a.
<br />0
<br />U)
<br />a.
<br />Uj
<br />W
<br />w
<br />w
<br />w
<br />>
<br />W
<br />Z
<br />0
<br /><
<br />0
<br />W
<br />o
<br />U<
<br />0
<br />0)
<br />uj
<br />w
<br />a
<br />CO 1,-
<br />CK
<br /><
<br />C)
<br />Z
<br />0
<br />0
<br />W
<br />0
<br />LL
<br />Co
<br />UU
<br />0)
<br />rn
<br />•(o
<br /><1
<br />yC
<br />d
<br />w
<br />z
<br /><
<br />Z
<br />0
<br />W
<br />w
<br />LU
<br />EE
<br />F_
<br />::) W
<br />op
<br />LL
<br />W
<br />z
<br />0
<br />F-
<br />C/)
<br />C/) W
<br />06
<br />Z OD
<br />o co
<br />C/) W
<br />0
<br /><
<br />Uj
<br /><
<br />5
<br />x
<br />w
<br />0 x
<br />w
<br /><
<br /><
<br />0
<br />w
<br />(D
<br />Project o.: 20 - 351 -18004
<br />Designed y:
<br />Drawn By:
<br />Checked By:
<br />N F�2
<br />EXHIBIT
<br />Bar Measures 1 inch
<br />LA]
<br />
|